130 Coastline Rd - BC97-000826 (1997) (NEW INDUSTRIAL) (SHELL ONLY) (A)gla1
ZONE
CONTRACTOR
ADDRESS
PHONE # , (9-' -- ,-2, I/1
LOCATION Z=0--
OWNER
=0
OWNER
ADDRESS
DATE
PHONE #
PLUMBING CONTRACTOR (J
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE•#
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (r)
FINISHED FLOOR
ELEVATION REQUIREMENTS (- )
ARCHITECTURAL APPROVAL
DATE:
led
PERMIT' #
JOB
COST
FEE
W
STATE NO. 66C of c.11o
FEE $ fD
FEE $
FEE $
SUBDIVISION:
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLAS S
INSPECTIONS 1
TYPE DATE OK REJECT BY i
FEE$ ENERGY' SECT. EPI:
n _
CERTIFICATE OF OCCUPANCY
ISSUED # / DATE:
FINAL DATE
DRIVEWAY DETAIL
r
P. 0. B. M. M, SMITH'S THIRD SUBDIVISION P.B. 1 PC. 86
:A NnPTwwl7sT \ N 89' - 45' - 02" F 299.25'
1
1 /k/4.
TOP ELEV. =
9.TO
GENERAL NOTES:
6' LONG PRECAST
2' MAX.
I
1.
ALL LANDSCAPE AREAS ARE TO BE SODDED. HEDGE AREAS
CONCRETE BUMPER
W. INV. (18")
= 28.50
DROP INLET S.S. #3
EDGE OF PAVEMENT
RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1).
TO BE MULCHED.
S}
N
= 28.07
11.
OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED.
2.
ALL LANDSCAPE AREAS TO BE IRRIGATED BY A UNDERGROUND
73,312
l
100.0
12.
IRRIGATION SYSTEM.
BASE PLATE-
SERVING THIS SITE.
ENGINEERING DESIGN INC.
II�I�I-
3.
PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC
Addill000l Roil When Plops
................
No.
..................
Indicole Hondroil Adjocent "t1 -
P.O. BOX 520695
14.
FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) FOR BUILDING #"B".
To Bicycle Foclllty I I
lam' 1 g' �ALVANiZEU 5TEEl NUR E)O cT PER 1rfEU.
RATED PAINT.
FUTURE 5' CONC. SIDEWALK TO BE CONSTRUCTED BY AGREEMENT
1ANr
CLUSTEP TOP,Ov WILL PERMITTED 1
rr.
WITH THE CITY OF SANFORD.
I I
( I
4.
30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED
�,-^{. _ GALVANIZED f4EX Nl)T d a GALVANIZED 1rA5f1ER
1.
07-24-96
L'rl D illi' WALL TUBE'a
ALLOY 6061 T6 - •
(407) 699-4500
�l
_ �.
130 COASTLINE ROAD
AND
SCALE1"=30'
I�I
I
I
I
I I
I I
I
I I
1_1
I I-
AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL
LOT 4A,
134,COASTLINE ROAD.
DEVICES AND LOCATED AS SHOWN ON SITE PLAN.
(2) No.
5 DOWEL - 3' LONG
5.
STOP BAR SHALL BE 24" WIDE, WHITE TRAFFIC PAINT AND
DATE
07-01-96
4.
LOCATED6 AS SHOWN ON SITE PLAN.. ,
ENGINEER: BRIAN J. FLYNN
DRAWN BY:
6.
HANDICAP SYMBOL SHALL BE WHITE PAINT.
PRECAST
BUMPER DETAIL
20' STALL)
7.
ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM
P.E. NO. 48071
H.R.
STREET,
06-24-96
B.J.F.
07-01-96
SHEET 1 OF 2
8.
INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS
SPECIFIED IN FLORIDA STATUTE 810,09, PARAGRAPH D.
1 /k/4.
TOP ELEV. =
9.TO
THE E NIGHT PHONE NUMBER ON THE BOTTOM OF
= 27.94
(15" R.C.P.)
I
THE BUILDINGPERMIT, ;
• � rVZr�A�
__
W. INV. (18")
= 28.50
DROP INLET S.S. #3
10.
RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1).
N. INV. (15")
S}
E. INV. 18")
= 28.07
11.
OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED.
26.34
SITE AREA
73,312
1.683
100.0
12.
CONTRACTOR TO' FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES
BASE PLATE-
SERVING THIS SITE.
ENGINEERING DESIGN INC.
13.
SOIL TYPE: # 20 MYAKKA - PERMEABILITY 6.0 TO 20" PER HOUR
Addill000l Roil When Plops
No.
DATE
Indicole Hondroil Adjocent "t1 -
P.O. BOX 520695
14.
FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) FOR BUILDING #"B".
To Bicycle Foclllty I I
lam' 1 g' �ALVANiZEU 5TEEl NUR E)O cT PER 1rfEU.
15.
FUTURE 5' CONC. SIDEWALK TO BE CONSTRUCTED BY AGREEMENT
1ANr
CLUSTEP TOP,Ov WILL PERMITTED 1
LONGWOOD, FLORIDA 32752-0695
WITH THE CITY OF SANFORD.
iI GALVANIIZED vLaTETE�
ALUMNUu RAILS AND fU$T`�
2'.0 SCHEDULE 40 PIPE OR
�,-^{. _ GALVANIZED f4EX Nl)T d a GALVANIZED 1rA5f1ER
1.
07-24-96
L'rl D illi' WALL TUBE'a
ALLOY 6061 T6 - •
(407) 699-4500
�l
_ �.
130 COASTLINE ROAD
AND
n
7LOi
Ljj
M
ti
O Hondroil And Gravity Wall Required ��-
d 'Nhen Dropo(1 BoCk Of Sidewolk Is
r ,.l More Than 10"
0t
BASE PLATE
-'' (',ONCRE f E
�g+rHICK RESILIENT PAPS IN ACCORDANCE WITri
ti,ce"alk Or SECTION 932 OF THE STANDARD SPECIFICATIONS
1/2- EAPANS.X +4 rJ►+r NOT ES
SEAL Wlfti POURED RU88Ek
�-
8'Anchor Bolls I ALL FIXED J0NIS t0 6E EITHER WELDED ALL *R()JND
AND GROUND SMOOTH OR STANDARD PIPE RAIL FITTINGS
AT THE CONTRACTORS OPTION, POSTS SHALL BE CONNtk-lEU
TO BASE'. BY 'NE LD ONLY. WELD FILLER TO BE ALLOY ER 535E
ER 5556 OR ER 5183
2 NUTS, WASHER , AND BOLTS '0 BE NOT CHIP GALVANIZED IN
CONFORMANCE WITH ASTI'A A•153. AFTER THE NUTS NAVE
BEEN TIGHTENED. THE ANCHOR BOL -1 T}iREADS SHALL, BE
DISTORTED OR THE NUTS A�il6' B9LTS,5P01, 18EL.0EU AND
COATED WITH ZINC COMPO►7NU
s
- TYPICAL SECTION AT POST
k:I ,
N
~`" "``, 0 Z / 12' 5' 12' I
6
36' OF 4' RETAINING WALL
`
20'42'41" �� t
10,
0 ,
y
„ R 274:57'
1
/ d r 1 7.5
L 99,25 j
^�
" N
1
Lr -
1 1
!1 I
l
[a 08 2818 t
Y
\��
:, . , .•" ,. �': ,, , " . v _ .'�� n a7� `+ � STOP SIGN -1 ,n, Q � � �+ � a �, � � �, iP2
X a
4---
is - x
5' CONC. S/W (FUTURE)
SEE NOTE 15.
ALUMINUM HANDRAIL
u
DROP INLET S.S. #1
TOP ELEV. =
30.59
S. INV. (15")
= 27.94
(15" R.C.P.)
I
DROP INLET S.S. #2
TOP ELEV. =
30.70
W. INV. (18")
= 28.50
DROP INLET S.S. #3
'FOP ELEV. =
30.47
N. INV. (15")
= 27.64
E. INV. 18")
= 28.07
S. INV. 24' )
= 26.90
SITE STATISTICAL DATA
LEGEND
--
FLOW DIRECT I0t1
ACRES
EXISTING GRADES
I
PROPOSED GRADES
SITE STATISTICAL DATA
LOT 48
DESCRIPTION
SQ.FT.
ACRES
% OF SITE
BUILDING AREA
20,000
0.459
27.28
PAVEMENT AREA
34,000
0.780
46.38
IMPERVIOUS AREA
54,000
1.239
73.66
LANDSCAPE AREA
19,312
0.444
26.34
SITE AREA
73,312
1.683
100.0
SITE STATISTICAL DATA
LOT 4A
DESCRIPTION
SQ.FT.
ACRES
% OF SITE
'BUILDING AREA
7,997
0.184
24.48
PAVEMENT AREA
15,975
0.366
48.89
IMPERVIOUS AREA
23,972
0.550
73.37
LANDSCAPE AREA
8,698
0.200
26.63
SITE AREA
32,670
0.750
100.0
SITE STATISTICAL DATA
LOT 4
DESCRIPTION
SQ.FT.
ACRES
% OF SITE
BUILDING AREA
27,997
0.643
26.42
. PAVEMENT AREA
49,975
1.147
47.15
IMPERVIOUS AREA
77,972
1.790
73.57
LANDSCAPE AREA
28,010
0.643
25.43
SITE AREA
105,982
2.433
100.0
LAWBACH, INC.
P.O. BOX 470262
LAKE MONROE
FLA. 32747
(407) 330=3238
SURVEYOR:
ROBERTS SURVEYING & MAPPING
185 N. COUNTRY CLUB ROAD
LAKE MARY FLA.
(407) 322-2213
LLLi
4 0
36 N .Sl
32 14
1� I
SITE 16
n
2e Zo 4
-Z/ -- 24
2E 26
LOCATION MAP
OVERALL LEGAL DESCRIPTION (FURNISHED)
LOT 4, SANFORD CENTRAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 33,
PAGES 64, 65 AND 66, INCLUSIVE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
TAX I.D.# 28-19-30-5JB-0000-0040
PARCEL A LEGAL DESCRIPTION (WRITTEN
A PORTION OF LOT 4, SANFORD CENTRAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 33, PAGES 64, 65 AND 66, INCLUSIVE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN N.89'45'02"E. ALONG THE NORTH LINE
OF SAID LOT 4 A DISTANCE OF 101.30 FEET; THENCE RUN S.00'14'58"E. 91.46 FEET; THENCE RUN
S.20'55'37"W. 212.42 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COASTLINE ROAD,
SAID POINT ALSO BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 214.57 FEET,
AND A CHORD BEARING OF N.52'35'51"W.; THENCE;, RUN NORTHWESTERLY ALOND SAID CURVE THROUGH A
CEI41FRAL ANGLE OF 8'28'18" AN ARC DISTANCE OF 31.73 FEET TO A POINT OF REVERSE CURVATURE
WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 274.57 FEET; THENCE RUN
NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20'42'41" AN ARC DISTANCE OF
99.25 FEET; THENCE LEAVING SAID CURVE RUN N.20'55'37"E. RADIALLY, OL4SE OF 234.37 FEET
TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 0.750 ACRE MORE OR LESS. PLAPINING � ZONIN COMMISSION
TAX I.D.# 28-19-30-5JB-0000-004A
DATE _ �+
PARCEL. B LEGAL DESCRIPTION --(WRI
A PORTION OF -LOT 4, SANFORD CENTRAL PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 33, PAGES 64, 65 AND 66, INCLUSIVE OF THE PUBLIC RECORDS.OF SEMINOLE COUNTY,
FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT 4, SAID SANFORD CENTRAL PARK; LESS THE FOLLOWING DESCRIBED TRACT OF LAND;
BEGIN AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN N.89'45'02"E. ALONG 'THE NORTH LINE
OF SAID LOT 4 A DISTANCE OF 101.30 FEET; THENCE RUN 5.00'14'58"E. 91.46 FEET; THENCE RUN
9.20'55'37"W. 212.42 FEET 70 A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COASTLINE ROAD,
SAID POINT ALSO BEING ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 214.57 FEET,
AND A CHORD BEARING OF N.52'35'51"W.; THENCE' RUN NORTHWESTERLY ALOND SAID CURVE THROUGH A
CENTRAL ANGLE OF 8'28'18" AN ARC DISTANCE OF 31.73 FEET TO A POINT OF REVERSE CURVATURA'
WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 274.57 FEET; THENCE RUN
NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL', ANGLE OF 20'42'41" AN ARC DIq,;fANCE OF
99.25 FEET, THENCE LEAVING
SAID CURVE RUN N.20 55 37 R • A-
N E OF 234.37 FFv.1
TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 1.683
ACRES MORE
OR LESS.
TAX I.D.# 28-19-30-5JB-0000-0046
JUL 2690
REVISIONS
ENGINEERING DESIGN INC.
piaaar.,.�A6o06i■ir..1r ••
r"«•-'--•-^-r--••O+l�i^7
j 'N'J AJ'�F2 . -,
No.
DATE
BY
P.O. BOX 520695
LOT 4,
SANFORD CENTRAL
PARK
91 61 1,,
LONGWOOD, FLORIDA 32752-0695
1.
07-24-96
H.R.
(407) 699-4500
LOT 48,
130 COASTLINE ROAD
AND
SCALE1"=30'
2'
LOT 4A,
134,COASTLINE ROAD.
3•
PAVING
AND DRAINAGE PLAN
DATE
07-01-96
4.
ENGINEER: BRIAN J. FLYNN
DRAWN BY:
DATE
CHECKED BY
DATE
5.
P.E. NO. 48071
H.R.
06-24-96
B.J.F.
07-01-96
SHEET 1 OF 2
'r
0
0
0
BALL VALVE FOR 2 O.S. & Y. RESILIENT UACKFLOW PREVENTF_R
INCHES AND BELOW A SEAT CATE VALVE. IN ACCORDANCE WITH
(DOMESTIC ANDiRie.' :+ � (2 REQUIRED) �' PLANS APPRO`iEO BY
ONLY. 2 REQUIRED) THE .CITY
1\1 •
TEST cQi,K ( TYP. -
>
\� ~ DIELECTRIC UNION
{
THREADED \ I l _� -_ y a (Z REQUIRED)
NIPPLE (TYP.) _.-_' %�_—._- �— ao• BEND
(2 REQUIRED)
i
li
FINAL CRAVE-- — _ _-- ., .< 1111:.: c r�rr,rrr�cznnz=/----:-./iiZ!/•`?
I I'2 INCH X 12 INCH MR01 BLOCK (3000 PSI CONCRETE) _ TO
FROM REQUIRED EQR 3 INCHES AND AUOV[. N01 REOUIRED i-
EON 1 tr7CHE5 AND OELO'N 'NItH 1HREAUEO PIPE. - ' "'"' SERVICE
MAIN _-_._ --- -
DETECTOR METER ------ ----\ DOUBLE CHECK VALVE
ASSEMBLY (MINIMUM)
BALL VALVE
1 (2 REQUIRED)---,,T-1
h+
- - F-
ABOVE GROUND
FIREFLOW BYPASS
NOTES:
I. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE
THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS.
2. ALL PIPE AND FITTINGS FOUR (4) INCHES AND LARGER SHALL_ BE
RE`.iTRAINEU JOINT DUCTILE IRON PIPE.
3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND
INSTALLATIONS WITH BYPASS.
4. BYPASS VALVES SHALL BE CHAINED CLOSED.
5 BYPASS LINE SHALL BE SIZED FOR FIRE FLOW REQUIREMENTS.
6- ALL FIRE LINES SHALL BE A MINIMUM OF FOUR (4) INCHES.
DOUBLE CHECK OR REDUCED PRESSURE ZONE DE1ECTOR ASSEMBLY
CITY OF SANFORD—UTILITY DEPT. MARCH 1996 F IG. 500
HANDICAP SIGN
BOT OF SIGN TO
BE 7' ABOVE GRADE.
4" I _� 4"
2"
J 4Z" � 4
HANDICAP PARKING SPACE STRIPING
N.T.S. '
PARKING REQUIREMENTS: BLDG ##A
2 SPACES FOR THE FIRST 4,000 S.F.
1 SPACE FOR EACH 1,000 S.F., IF
WHOLESALE OR STORAGE, OR
1 SPACE FOR EACH 500 S.F. IF MFG.
THIS SITE REQUIRES A MIN OF 6 .SPACES
ACTUAL PARKING SPACES 18.
1 1/2"
1/2"
Sf'lll fHJI l •I�1 (;AlD(A
VANi1/I I)
nrw}� I t i; . t>It !NI I C1It (} .OR ,
d'IH nUi I MI IwI 1,111 ' 1}' ItFI)U1:I_I) hllf �E1RE, lxvt ,F
ANII I rt IIEH ', (N01 IWOl11Rl t) WHE,11F RLS,LNMLI)
WAII It If; ti 111
uNIOrl }NI.OPI
Pd! It I+ 1}0K ANI; 111)\ ( I
IU 111 1101111 W1111
I mv,11} I} IMAM
`,I It I I U} t VAI VI. - -
12...I0 X')
ACIOVC `
('01t}} I { IU f." CI"2N)k (JpllgF(tty
GrtAtll''
MF IFI2
covll-w .11,111 I 11NI
SI IOW ONLY IF' IRRIGAI10N ML TER HAS
SU'ARATE TAIL 10 MAIN INMT)S CASES'
'�-. -- COM, ';IOP III►. IRNIGA110H Mt IIR WILL 131; PARALLIL
Ifr IO IH[' HOUSE. MI rE R AI D ()I F OF IIIA
�� - DOtI(ILI >IRAIJ f;ADI)Lt SAMF SERVICE CQNNLCTION`
jl« -
WA H R MAINZ
1. A PO5111V1'UIE:LFCfRiC (:ONNE:CTION SHALL HE MADr DFIWE:ENI
ALI GAI VANQED AND BRASS COMPON1 NIS.'
l
&4f 11.1? `atALL I.}C IN31AIA FD, I',3t IWEEN SIF)LWALK AND
API'I.ICAHi t., OR AT PROPER I Y LINE AND IN, NO O:ASE. SLIALC if, tip
INS I AI.1_I D IN SIDEWALK Oft .Q11-10 PAVED ARVX,.
USF PIiIMLR SUIIE_D TO_RASE MATERIALS. FINI$It WIRI 1,1NO
COMS 01 EXTERIOR QIAMEL.,
1 I)OUIIII CHECK VAI.VI.S SIIALt. NOT HI US1D WI It-' CROLIND
PC)P Ui' I LEADS ARE IPI
IRRIGATION METER wAND ._DOUBLE _ CHECK VALVE OIC:
REDUCED PRESSURE BACKFLOWPREVENTER
CITY OF SANFORD—UTILITY DEPT, MARCH 1996 FIG. 503
11
00
PARKING �
DISABLED
r r
MIT•LY
NOTE: (HANDICAP SIGN ONLY)
1.) ALL LETTERS ARE "I" SERIES "C", PER MUTCD.
2.) TOP PORTION OF SIGN SHALL HAVE REA ECTORIZED
(ENGINEERING GRADE) BLUE BACKGROUND WITH
3 WHITE REFLECTORIZED LEGEND AND BORDER.
3.) BOTTOM PORTION OF SIGN SHALL HAVE A
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK BORDER.
4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE.
5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
SECTION 24--23 OF THE MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (MUTCD)
I
-
11 7/8"
HANDICAP SIGN
N.T.S.
NOTE, ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIELD.
_ REVISIONS ENGINEERING DESIGN INC. PROJECT NUMVI
N0, DATE BY P.O. BOX 520695
LOT 4, SANFORD CENTRAL. PARR : (� ' ..._'�`Z
L}.
LONGWOOD. FLORIDA 32752-0695 �. °'
1_ 07-24-86 H.R. (407) 699-4500 LOT 4B, 130 COASTLINE ROAD SCALE
1" = 3Q`
2' LOT 4A, 134 COASTLINE ROAD
DATE .
3. LANDSCAPE AND UTILITIES 07--0.7--96
4• ENGINEER: BRIAN J. FLYNN DRAWN BY: DATE CHECKED BY DATE r� rr��
5. P.E. NO, 48071 H.R. 06-28•-96 B.J.F. 07-06-96 SHEET 2 OF G ,
INDICATES LUMINAIRE:FROM
'BUILDING.
,. I �. , PARKING REQUIREMENTS: BLDG.
Lu
RECLAIMED 'WATER TAKEBACK
CALCULATIONS
BLQG. '`A":
2 SPACES FOR THE FIRST 4,000 S.F.
18 PARKING SPACES 020.
GPD
—
— 360 GAL.
!
PER DAY
t 1 SPACE FOR EACH 1,000 S.F., IF
•
_
:,
,
WHOLESALE OR STORAGE, OR
. •. ; ..:
.-,
, -'-_ , - ,.. „
RECLAIMED' WATER`'TAKEBACK
CALCULATIQNS
�, ,
BLDG B
( 1 SPACE FOR EACH 500 S.F. IF MFG
28 PARKING SPACES .®
20
GPD
560 GAL.
PER DAY `
THIS SITE REQUIRES A MIN 0 8 SPACES
�. ACTUAL PARKING SPACES 28.
IRRIGATION. SYSTEM
1 1/2"
1/2"
Sf'lll fHJI l •I�1 (;AlD(A
VANi1/I I)
nrw}� I t i; . t>It !NI I C1It (} .OR ,
d'IH nUi I MI IwI 1,111 ' 1}' ItFI)U1:I_I) hllf �E1RE, lxvt ,F
ANII I rt IIEH ', (N01 IWOl11Rl t) WHE,11F RLS,LNMLI)
WAII It If; ti 111
uNIOrl }NI.OPI
Pd! It I+ 1}0K ANI; 111)\ ( I
IU 111 1101111 W1111
I mv,11} I} IMAM
`,I It I I U} t VAI VI. - -
12...I0 X')
ACIOVC `
('01t}} I { IU f." CI"2N)k (JpllgF(tty
GrtAtll''
MF IFI2
covll-w .11,111 I 11NI
SI IOW ONLY IF' IRRIGAI10N ML TER HAS
SU'ARATE TAIL 10 MAIN INMT)S CASES'
'�-. -- COM, ';IOP III►. IRNIGA110H Mt IIR WILL 131; PARALLIL
Ifr IO IH[' HOUSE. MI rE R AI D ()I F OF IIIA
�� - DOtI(ILI >IRAIJ f;ADI)Lt SAMF SERVICE CQNNLCTION`
jl« -
WA H R MAINZ
1. A PO5111V1'UIE:LFCfRiC (:ONNE:CTION SHALL HE MADr DFIWE:ENI
ALI GAI VANQED AND BRASS COMPON1 NIS.'
l
&4f 11.1? `atALL I.}C IN31AIA FD, I',3t IWEEN SIF)LWALK AND
API'I.ICAHi t., OR AT PROPER I Y LINE AND IN, NO O:ASE. SLIALC if, tip
INS I AI.1_I D IN SIDEWALK Oft .Q11-10 PAVED ARVX,.
USF PIiIMLR SUIIE_D TO_RASE MATERIALS. FINI$It WIRI 1,1NO
COMS 01 EXTERIOR QIAMEL.,
1 I)OUIIII CHECK VAI.VI.S SIIALt. NOT HI US1D WI It-' CROLIND
PC)P Ui' I LEADS ARE IPI
IRRIGATION METER wAND ._DOUBLE _ CHECK VALVE OIC:
REDUCED PRESSURE BACKFLOWPREVENTER
CITY OF SANFORD—UTILITY DEPT, MARCH 1996 FIG. 503
11
00
PARKING �
DISABLED
r r
MIT•LY
NOTE: (HANDICAP SIGN ONLY)
1.) ALL LETTERS ARE "I" SERIES "C", PER MUTCD.
2.) TOP PORTION OF SIGN SHALL HAVE REA ECTORIZED
(ENGINEERING GRADE) BLUE BACKGROUND WITH
3 WHITE REFLECTORIZED LEGEND AND BORDER.
3.) BOTTOM PORTION OF SIGN SHALL HAVE A
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK BORDER.
4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE.
5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
SECTION 24--23 OF THE MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (MUTCD)
I
-
11 7/8"
HANDICAP SIGN
N.T.S.
NOTE, ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIELD.
_ REVISIONS ENGINEERING DESIGN INC. PROJECT NUMVI
N0, DATE BY P.O. BOX 520695
LOT 4, SANFORD CENTRAL. PARR : (� ' ..._'�`Z
L}.
LONGWOOD. FLORIDA 32752-0695 �. °'
1_ 07-24-86 H.R. (407) 699-4500 LOT 4B, 130 COASTLINE ROAD SCALE
1" = 3Q`
2' LOT 4A, 134 COASTLINE ROAD
DATE .
3. LANDSCAPE AND UTILITIES 07--0.7--96
4• ENGINEER: BRIAN J. FLYNN DRAWN BY: DATE CHECKED BY DATE r� rr��
5. P.E. NO, 48071 H.R. 06-28•-96 B.J.F. 07-06-96 SHEET 2 OF G ,
SITE STATISTICAL DATA
LOT 4B
DESCRIPTION
SQ.FT.
ACRES
X OF ,SITE
BUILDING AREA
20,000
0.459
27.28
PAVEMENT AREA
34,000
0.780
46.38
IMPERVIOUS AREA
54,000
1.239
73.66
LANDSCAPE,AREA
19,312
0.444
26.34
-SITE AREA
73,312
1,683
100.0
OVERALL LEGAL DESCRIPTION (FURNISHED)
LOT 4 -SANFORD CENTRAL PARK, ACCORDING TO THE PLATTHEREOF AS RECORDED IN PLAT BOOK 33,
PACES 64,-65 AND 66, INCLUSIVE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
TAX LD.# 28--19-30-5JB-0000-0040
PARCEL A LEGAL DESCRIPTION (WRITTEN)
A PORTION OF LOT 4, SANFORD CENTRAL PARK, . ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 33, PAGES 64, 65 AND 66, INCLUSIVE OF THE 'PUBLIC. RECORDS OF SEMINOLE COUNTY,
FLORIDA; AND .BEING MORE PARTICULARLY- DESCRIBED AS FOLLOWS:
4-
10V
SITE -'.STATISTICAL DATA
LOT 4A
DESCRIPTION
SQ. FT.
ACRES
% OF SITE
BUILDING`AREA.
7,997
0.184
24.48
PAVEMENT,AREA
- 15,975
0.366
48.69
IMPERVIOUS AREA
'23,972.
0.550
73.37
LANDSCAPE AREA
8,698
0.200
26.63
SITE AREA
32,670
0.750
100.0
BEGIN AT, THE NORTHWEST CORNER OF SAID LOT 4; ''THENCE RUN N.89.'4502"E. ALONG THE NORTH LINE
OF SAID LOT 4 A DISTANCE OF. 101.30 FEET; THENCE RUN S.0014'58"E: 91.46 FEET; THENCE RUN
5.20'55'37"W, 212.42 FEET TO A POINT ON THE NORTH RIGHT70E-WAY•LINE. OF�COASTLINE ROAD,
SAID POINT, ALSO,BEING ON A, CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 214,57 FEET,
-AND A CHORD BARING OF N•62'35'51"W.; THENCE RUN . NORTH WESTERLY:':,ALOND SAID CURVE THROUGH, A
CENTRAL ANGLE OF 8'28'18":
ry
EAST ELEVATION
12 12
12 12
1/2
1/2
1/2 F
1/2
METAL %DING
METAL 51DING
GRADE
GRADE
I i
ir-------------------------
-
I I I II
GRADE
.I
I
I
I
I
SOUTH ELEVATION
,
SN�LL PUILDINC� ONLY
, ,
NORTH ELEVATION
• FREENCzINEERED 5TEL BL[)G. .
STizUGTU,4LTEL�f OT
DRAUrN BY. N.R. ,
::I.90
DATE ,DRAUN . .06 L
. ,; -
TIT C •, ,, .,
LE 15L.(?CK; . 1-EYAT ON°r , '
cH lT. N'�:
k.., ,,
>
2INE
I
.� O 52��95U),�
O 5
-,
-O O 13252 X95
13 CQ TLINE O
_4
,;213$LF
L1wNAME R L
6
,.05
No'36-1425
, ,
1
a
C%2
200'-0"
25'-011 25'-0" J --- 25'-0u 25'-0" 25'-0" —25'-011 25'-0" 25'-0"-
, r
r-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------i
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0 0 0
j
0 0
o
I
I
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B
I
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GEN F;P,4L.
NOTES
I
I
I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT.
i
- OF x,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS I",
REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE,
I
AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO
MAX, SPACING AT 8'-0" O.C. AND ON BOTH SIDES OF OPENINGS,
I
CEMENT RATIO OF 0.58.
MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS),
I
2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL FRE55URE
'
OF 2,500 P517.13.
ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE
WITH ACI 530/95 AND ACI 530,1-95.
3, ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL.
MINIMUM '3 % OF MODIFIED PROCTOR, SOIL COMPACTION SHALL
14, PROVIDE CONTROL JOINTS IN MASONRY WALLS AT MAXIMUM
'
BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER.
HORIZ. DISTANCES OF 60' FEET OR LESS, A7 LOCATIONS
'
54.
t, CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST
WHERE MASONRY WALLS AND CAST -IN-PLACE CONCRETE
EDITION OF AGI 301 CHAPTER 3, METHOD 1 OR 2, SUBMIT
WALLS MEET, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT
BACKUP DATA A$ REQUIRED BY CHAPTER 5 SECTION 5.3 OF
ONE OR BOTH SIDES OF ALL WINDOW AND DOOR OPENINGS`
I
THE LATEST EDITION OF .ACI 318.
UNLE55 OTHER CRACK CONTROL MEASURES ARE USED.
5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED
15. THE CONTRACTOR 15 TO VERIFY ALL EXISTING GONDI710N6
i
BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60.
IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION
ACTIVITIES. THE CONTRACTOR 15 TO PROTECT AND MAINTAIN
6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185. WWF
THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION
SMALL BE LAPPED AT LEAST S" AND CONTAIN AT LEAST ONE
ACTIVITIES.
CROSS WIRE WITHIN THE 8,
I
"
-I. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
16. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "5PECIF-
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
(CATIONS FOR DESIGN, FABRICATION, AND ERECTION OF
I
I
I
ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL
STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.
C
CONCRETE FOR BUILDINGS, ACI 301.
I
11. WELDED GONNEGTION5 SHALL CONFORM TO THE LATEST
REVISED CODE OF THE AMERICAN WELDING SOCIETY, AW5 DI,I.
;
a. THE FOLLOWING MINIMUM COYER SHALL BE PROVIDED; FOR
�
REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH,
16. ANCHOR BOLTS SHALL CONFORM TO A5TM-301.
I
AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE).
I
.
19. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO
9, PROVIDE 5" THICK CONCRETE SLAB W17N 6 X 6, 10/10 W.W.M.
THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE.
ON CLEAN COMPACTED, TERMITE TREATED SOIL, MOISTURE
BARRIER BENEATH FLOOR SHALL BE 6 -MIL, VISQUEEN.
20, DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL
TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS.
10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB
AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR
I
B
SLAB AREAS.
O
Il. PROVIDE 1/8" WIDE X I" DEEP TYPICAL SAW -GUT CONTROL
JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF
I
FINISHING SLAB.
I
®
® o ®
a o
a
I
I
I
I
I
L----------------------.------------------------..-----------------------.---------------------------------------------•-----------------------------.---------.----.--------•--------------.----------------------------------------------.-----------.--.-.---.-.--------------------J
5" GONC, SLAB W/
6X6 10-10 W.W.M.
III III I I �-- 48" X 45" CORNER BARS w 4' 0/C
W / 25" MIN. LAP
4'- 1 01'T-4-4
-0'4 So EA. COL.
16" X 16" C.M.U.
4 "5a VERT.
W / a NOOK
GRADE 6 05 BARS EACH WAY
6
�I 3l-2 11
811
1211
I•
51 -all m�
MAIN FEAME COLUMN PETAIL
TYPE "All
I AII
5" CONC. SLAB W/
6X6 10-10 W,W1`1.
SII
Ilc
4a" CORNER BAR 4' O/C
1 I W / 25" MIN. LAP
_n 4 "5a EA, COL.
4 05a EA. COL.
W / 8" NOOK
GRADE I 4 05 5AR5 EACH WAY
TF
811 6'�--I
11
__T
12"
3' - 011-------,
COLUMN PETAL TYPE 11511
FOUNDATION PLAN
5" CONC. 5LA5 W/
6X6 10-10 W.W.M.
4a" CORNER BARS m 4' O/C
W / 25" MIN. LAP
05 BAR CONT.
all cM.u.
25" MIN. LAP
W / 8" HOOK
GRADE
all 6" 3 05a CONT.
05'a 1D 24" O.G.
1211
I i •
SCAT.
SEAR AND SIDE WALLS BETWEEN COL5
5" CONC. SLAB W/
6X6 10-10 W.W.M.
I_I°�
. �\ . • `"/�f + • .a .006
12" vZ
III=III=III= VISQUEEN
'.1� •° "• •° e° 4° IIIII�IIIII�IIIIII �I�IIII�I
3 "5a EACH WAY
------- 2'-6" _I 3" MIN. COVER
COMPACTED 2500
P.5F, FILL
MAIN FRAME FOOTING TYPE "G"
t --
4 +'Sa EA. COL. —
4 05 5AR5 EACH WAY
5" GONG. SLAB LW/
6X6 10-10 W,WM.
O '
° y n °
���_';,,�`•A
rE,
I_ 006
1211 V 5QUEEN
I 15 II 1I
a.
16" 3" MIN. COVER
:COMPACTED 2500
P.S.F. FILL
TYPICAL FSONT WALL FOOTING
Ell' CONC. 5LAB W/
6x6 10-10 W.W.M.
1,wj/
--FRONT WALL FTG.
III
4a11 CORNER BAR 1v 4' O/C
1 W / 25" MIN. LAP
4 "5a 25" MIN. LAP
W /0" HOOK
COLUMN PETAL TYPE IV'
r
SHELL BUILDING ONLY
PRE-ENGINEERED STEEL 13.-LDG
STRUCTURAL STEEL BY OTHERS,
s
6
Im
GRADE
GRADE
s
200'-0°
WE5T ELEVATION
MET& SIDING
EA5T ELEVATION
umm
FRONT ELEVATION
5WELL 5UILDINCc ONLY
PRE ENGINEERED 5TEEL 5LDG.
5TRUCTUAL 5TEEL 5Y OTI4ER5
DRAUN BY: I-I.R. DATE DRAal: 0Go-11-96 TITLE BLOCK: ELEYATION8
N.R.
ENGINEERING DESIGN, INC.
1�.o.eox 520 95 L I I o I C / WARE USS
LONGWOOD, FLORIDA 32152-0695 130 COASTLINE ROAD
(401) ro99-4500
--------------------____--------------------------— — — — — — — --- -- — — — — --- —---------.----------------_------------------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------------�
1
6
Ul
N
Z
1
lL
1
1
1
5" GONG, SLA5 W/
1; ALL CONCRETE 'SHALL. HAVE A MINIMUM COMPRESSIVE STRENGTH
12. PROVIDE FILLED CELLS I.UIT;-1 ONE CONTINUOUS NO. 5 VERT.
1
all
OF 3,000 PSC AT2.5 DAYS A SLUMP OF 4" PLUS OR MINUS 1",
REB,AR FROI^1 Tt E FOOTIP1Cs STEEL TO BOND BEAM AF30YE,
AND HAVE 2-4%,AIR.ENTRAINMENT, AND A MAXIMUM WATER TO
MAX. SPACING AT a'-0" O.C. AND ON BOTH 51DE5 OF OPENINGS.
45" CORNER 5AR e 4' O/C
r
CEMENT RATIO OF .0.5a.
MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS).
W / 25" MIN. LAP
2, FOUNDATION DESIGN 15 BASED ON AN ALLOWABLE 501L PRESSURE
13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE
i
OF 2,50{0 PSF.
1
WITH ACI 536/95 AND ACI 530.1-95.
3. AL, L FOOTING 5 SHALL BE: PLACED ON WELL COMPACTED SOIL.
MINIMUM 95io OF MODIFIED PROCTOR. SOIL COMPACTION SHALL
14, PROVIDE CONTROL JOINTS IN MASONRY WALLS AT MAXIMUM
i
BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER1
HORIZ. D15TANCE5 OF 60 FEET OR LESS, AT LOCATIONS
i
B+
4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST
WHERE MASONRY WALLS AND CAST -IN-PLACE CONCRETE
O
EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR 2, SUBMIT
WALLS MEET, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT
�
1ONE
1
BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF
OR BOTH SIDES OF ALL WINDOW AND DOOR OPENINGS
THE LATEST EDITION OF ACI 310.
UNLE66 OTHER CRACK CONTROL MEASURES ARE USED.
5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED
15. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
BILLET STEEL CONFORMING TO A5TM A-615 GRADE 60.
IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION
ACTIVITIES. THE CONTRACTOR 15 TO PROTECT AND MAINTAIN
ro WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185: WWF
THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION
SHALL BE .LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE
ACTIVITIES.
CRO65 WIRE WITHIN THE 8".
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE
16, STRUCTURAL STEEL SHALL CONFORM TO THE A15C "SPECIF-
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
ICATION5 FOR DESIGN, FABRICATION, AND ERECTION OF
E3
ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL
STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION.
C
CONCRETE FOR ,3UfL:DING5, ACI -301.
1
11 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST
i
1
a'. THE FOLLOWING MINIMUM DOVER SHALL BE PROVIDED FOR
REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.I.
�
r REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH,
18. ANCHOR BOLTS SHALL CONFORM TO ASTM -301.
�
AND 2" FOP, ALL --OTHER CA5E5 (UNLESS NOTED OTHERWISE).
�
19; STRUCTURAL . STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO
9. PROVIDE 5" THICK CONCRETE SLAB WITH 6 X 6, 10/10 W.W.M.
THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE.
ON CLEAN COMPACTED, TERMITE TREATED SOIL, MOISTURE
1
BARRIER BENEATH FLOOR SHALL BE 6 -MIL. VI5QUEEN,
20.- D..IMEN51ON5 SHOWN ON THE CONSTRUCTION DRAWINGS SPALL
r
TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS.
10, PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB
AREAS. PROVIDE. WOOD TROWEL FINISH FOR ALL EXTERIOR
SLAB AREA$.
r
11. PROVIDE I/a" WIDE X P DEEP TYPICAL SAW -CUT CONTROL
w
JOINTS AT, LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF
.
1
FINISHING SLAB.
1
1
1
1
j
_
-----------------------------------------------------------....,. ,.. ... — ......------..-.--.---,-.,.----.----------.......------.-..--_-----......---..--..----.—,,....--_•-------.-.----.----------.---------..-------------------.------------------------------------------.--------------.-------
5" GONG. 5LA6 W/
6X6 Ifo -10 W.WM.
12" ° 1--III-III-III III- v16auEEN
9441I-
4
WAY I i-
3 p5a EACH
[ 2,-h 1 3" MIN. COVER
f 1 COMPACTED 2500
P.SF. FILL
MAIN 1=SAMr FOOTING TYPE "C"
4 05a EA. COL.
I,
4 05a 1,25" MIN. LAP
4 05 5AR6 EACH WAY , 1 ,,: ,
5" GONG. SLAB W/
—�•—'•� � 6X6 IPS -ISO W.W.M.
} 4 n °
-a _+ —T ----
al ��,,,, = III=III=MITI .0x06
12" i_I I I__ I l 1-1 I I -I 11- 1/15OUEF-N
2 '5a CONT.
16" 3" MIN. COVER
COMPACTED 25{0(0
P.5F. FILL
TYPICAL FRONT WALL FOOTING
DRAWN BY: N.R. DATE DRAWN: 12-10-96 '
ENGINEERING DESIGN, INC.
P.O.BOX 520&V�
�. .NG W 2 0
4
C4 '1J 0 (o 99 -4 500
TITLE OLOCK: FOUNDATION PLAN
LEILEIFFER OFF I C / 1.UARE HOU5 �.,
130 COASTLINE ROAD � �
6
Ul
N
Z
lL
5" GONG, SLA5 W/
6X6 10-10 W.WJ-I.
all
FRONT WALL FTG.
45" CORNER 5AR e 4' O/C
III
W / 25" MIN. LAP
4 05a EA. COL.
I,
4 05a 1,25" MIN. LAP
4 05 5AR6 EACH WAY , 1 ,,: ,
5" GONG. SLAB W/
—�•—'•� � 6X6 IPS -ISO W.W.M.
} 4 n °
-a _+ —T ----
al ��,,,, = III=III=MITI .0x06
12" i_I I I__ I l 1-1 I I -I 11- 1/15OUEF-N
2 '5a CONT.
16" 3" MIN. COVER
COMPACTED 25{0(0
P.5F. FILL
TYPICAL FRONT WALL FOOTING
DRAWN BY: N.R. DATE DRAWN: 12-10-96 '
ENGINEERING DESIGN, INC.
P.O.BOX 520&V�
�. .NG W 2 0
4
C4 '1J 0 (o 99 -4 500
TITLE OLOCK: FOUNDATION PLAN
LEILEIFFER OFF I C / 1.UARE HOU5 �.,
130 COASTLINE ROAD � �
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